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Home My WebLink About117 Country Club Dr (4)ebA CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION OCT 2 4 2016 Application No: L y. --.-----Documented Construction ' l alue: f Job Address: Clubjj 0( A b Q Historic District: Yes No LLf Parcel ID 26 Ict • )d 5 ZO •OF DO , 002 b Residential sf Commercial Type of Work: New Addition Alteration Repair Demo 0 Change of Use Move Description of Work: 00' (-\ QA N oc) i (-) S Plan Review Contact Person: p f Title: Phone: q 1...oq' 2_7?M Fax: H'b_T 530A? j(PZ Email: Property Owner Information Name Q(Q(--'4\.A_ 0—rvi C C\ Phone: Street:C Resident of property? City, State Zip: !acccT Contractor Information Name ' 1Qcz• _F. Phone: ei'7- StreetZ 57 ()1_0 LAZ AU1J1_,_A rQ d Fax:4 nD - c;)3 e9L City, State Zip: U- As Cnoul - % t' State License No.:C1 j C )0 Jr- `J- J e Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51s Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable.Ao this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aAd zoning. tgnature of Oivner/Agent Dfito 17- Print Owner/Agent's Name unuupq,,/ Signature of Notary -State of Florida Date ``aJ\ aS pTAR.,, . My Comm. Expires Mar. 3, 2019 Signature Print tary-gate of Florida Marianne P. Cruz Otero f NOTARY PUBLIC STATE OF FLORIDA 9/21/1 0 Owner/Agent is P xsonally Known fb or r/,4 4s ona11y Known to Me or Produced ID i/ Type of ID 1 L_. AVBt-%G P,`'\Produced ID Type of ID fOF Ft0,0 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical$ Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads _ APPROVALS: ZONING:UTILITIES-- COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: SF >Ill l6 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# BUILDING PERMIT Min Max Inspection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In p Frame z 0 Insulation Rough In Firewall Screw Pattern 3p Drywall / Sheetrock Zp Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door p jc> Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: % \—I ELECTRICAL PERMIT Min Max Ilns ection Desc i tion Electric Underground Footer / Slab Steel Bond 10 Electric Rough T.U.G. Pre -Power Final Electric Final k ..''1C.iYdP..h eV m.• ::.mk d}+3:uwt >. SraF. tx—, w*.. /w an'M. Min Marx Inspection )TDescrH tion Plumbing Underground Plumbing Sewer 7,0 Plumbing Tub SetEE1 _ Plumbing Final MECHANICAL PERMIT Min Max Inspection )1 es clCn ti®ffi Mechanical Rough Mechanical Final min Max Ins2ection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 Revision Response to Comment V 20 a6 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I l 0 D — V Submittal Date Project Address: o-f' c f td I' Contact: / Ph: l O I" Sc 9 a 7 3 Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Generaldescriptionof revision: l Z-ems `'y, ROUTING INFORMATION Approvals Revision Response to Comment Permit # ] (19 -- C) - 15 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date - Project Address: L-\ Contact: "-Vt Ph: `'I ' L"/ Fax: Email: Nu YAO\ - c--.) 0-:) 'k Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: VT\,C). rye t, C" GY) A- S .- \ 1 ROUTING INFORMATION Approvals 0_SQ C,1 o c UeZ, CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772. PHONE: 407.688.5150 FAX: 407.688.5152 Application Number: 16-2838 Project Description: Residential Alteration Job Address: 117 Country Club Dr PLAN REVIEW COMMENTS Date: 10/26/16 Contact Name: Ali Asmar Contact Email: aliasmar(&,gmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the windows and glass block that will be installed on the project. FBC 107 2. The new Master Bedroom requires at least 2 duplex receptacles or 1 duplex receptacle and 1 ceiling or wall -type lighting outlet. Please show on the electrical plan. FBC 107, Florida Existing Building Code 808.3.1 3. The frame wall insulation is shown on the plans to be R-11. The insulation required for an exterior frame wall is R-13. Please revise the plans accordingly. FBC 107, Florida Energy Conservation Code 402.1.1 4. Please provide the size of the proposed shower to be installed in the master bath and verify it complies with the requirements of FBCR P2708.1 FBC 107 5. Please provide the stud to top & bottom plate attachment requirements in the frame walls. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- Fiorey, Steve From: Fiorey, Steve Sent: Wednesday, October 26, 2016 12:43 PM To: aliasmar20@gmail.com' Cc: Monhollen, Patti Subject: Plan Review Comments Attachments: 16-2838 117 Country Club Dr. (Res Alteration).doc Please see the attachment for your plan review comments. Steve Fiorey, CBO Residential Plans Examiner City of Sanford Fire Department Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32771 Office: 407.688.5065 Fax: 407.688.5152 City of Sanford Community Improvement - Code Enforcement 300 N. Park Avenue Sanford, Florida 32771 e,'u S OX C-i GL c 5v t i 1. Coh•. Notice of Violation September 13, 2016 GARCIA FRANKIE J 169 N COUNTRY RD LAKE MARY, FL 32746 Re: 117 COUNTRY CLUB Drive, Sanford, Florida Case Number: 16-001613 Parcel Number: 35-19-30-520-OE00-0070 Upon inspection by Code Enforcement of the above referenced property it has been determined that your property is not in compliance with the Sanford City Code. The applicable code section is listed below: By: 18-3 -Building Permit - work without Code Requirements: No person shall do, or cause to be done, any construction, alteration, repair or demolition covered by the provisions of this chapter without first paying to the city a fee in accordance with the permit fee table as adopted by the city commission by resolution or other means that they may determine from time to time. Comments: Obtain permits for all work being done. Correction Due By 10/04/2016 Date: By: 308.1 -Accumulation of rubbish or garbage Code Requirements: All exterior property and premises and the interior of every structure shall be free from any accumulation of rubbish or garbage. Comments: All debris needs to be removed from property. Correction Due By 10/04/2016 Date: You are directed that you are to correct said violation(s) by the Correction Due By Date above and notify me that the violation(s) has/have been corrected. If you received this correspondence in error or have any questions, you can contact me at 407-688-5176. Note: Pursuant to Florida Statute 162.06(2) '%..If the violation is corrected and then recurs or if the violation is not corrected by the time specified for correction by the code inspector, the case may be presented to the enforcement board even if the violation has been corrected prior to the board hearing..." Failure to make corrections and to notify this department thereof will result in this case being brought before the Special Magistrate for the City of Sanford at a public hearing where a fine of up to $500.00 per day may be imposed. Sincerely, Patti Monhollen Code Enforcement Officer 9/20/2016 Contract is between Mecca Builders and Frankie Garcia hereinafter referred to as homeowner". Mecca Builders will obtain necessary building permits for property address located at 117 Country Club Dr Sanford, FL 32771. Mecca Builders will r iieGe3)UrY Impt:G 11UM. lG(:LU DullUerJ" I..,CIV I r aFurc'ivirr fvi- Rieet inspectors fu any failed inspections or completed work from previous sub -contractors. If additional work is needed, then homeowner will be responsible too complete and pay for additional work needed.. This is a flat rate of $2500.00 payable prior to pulling permits for these services only. Permit fees, plans or drawings, and rejection fees will be the responsibility of the homeowner. 1 Date SW Tkidedep P&w X44fAwd 71 32751 Sage 100 D,i. 407.330 z360 fax 407.330. 2362 dell 407.509 M4 &#@m <,e46acr&w coat OWW. areeea&dA& d, caws XLV I 5582 State t°teeareed "d 9aeazcd SEMINOLE COUNTY MULT!%URISDICTIONAL Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby nan an agent of: to be my lawful attorney -in fact to act for me to apply for, receipt for, sign for and do all things necessary to this 7zermits for (check only one option): and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: \ 2 Sf State License Number. Signature of License H< STATE OF FLOWA COUNTY OF Cif i n ira The foregoing instrument was acknowledged before me this _l day of P-0 20 i Q2 , by A l E m Cyla f who is personally known to me or UWho has produced L L - Q i 1 - as identification and who did (did not) take an oath. ture of Note IIV P /4• M. GHORAYEB r. ," Notary Public - State of Florida o, My Comma Expires Dec 18, 201 Commission # EE 854123 Print or type Notary name Notary Public - State of b of -k A a Commission No. My Commission Expires: Zil lr'C isl'i • NOTICE OF COMMENCEMENT State of Florida MARYANNE MORSEr SEMINOLE COUNTY CLERK OF CIRCUIT COURT is COMPTROLLER BK 8775 F's 290 (1F'35) CLERK'S T 2016101144 RECORDED 09/27/2,JIL 03e31-59 F'M RECORDING FEES $10-00 RECORDED BY ,iecI.enra County of Seminole J / Permit Number: i L Parcel ID Number: ` I ._..LJ -`ciW -01: lct)' (` i C> The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description ofthe property and street GENERAL D CRIPTION O F/IMPROV ENT• j Fee Simple Title Holder (if other than owner) Name: Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates 01 To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penaltie f perjury, I declare that I have read the foregoing and that the facts stated in it are true to the be y knowledge nd-belief. Owner's 2iatOwner's Printed Name Florida Statute 713:13(l)(g . The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." n.,,,, State of rY f' UYjj:j- GL County of The foregoing iris trument w s ackno edged/before me this 2 r cl Ck- Name of person making statement OR who has produced identification X type of idt iDISI Marianne P. Cruz Otero NOTARY PUBLIC cSTATE OF FLORIDA yComm# FF184433 hCE Expires 12/18/2018 day of Sevkmly ' 20 Who is personally known to me El oJat.... UsG Bt, t ltE4w ti^ O J Z MQ Ui Z Z ar us L RECORD COPY City of Sanford Building and Fire Prevention Permit # Project Location Address. tion Form ROz EPAR r; As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows PL j 7 "7SingleHunc C tOL Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 NUN 15 2016 b;, y Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block S CAGOL, Gtxof- Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing. Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Page 1 of 4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Slats & Facts "I Publications ( FBC Staff ! BCIS Site Map Links Search Florida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail m lanai. FL # FL17676-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE W Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/13/2016 Date Validated 07/13/2016 Date Pending FBC Approval Date Approved 07/17/2016 11/21/2016 Page 2 of 4 of Products FL # I Model, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R3 C CAC APC 3540 Fin 36x74.pdf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R3 II Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 Fin 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R3 II Install - 3540 SH Fin 36x84.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC A3485.0l.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R3 II Install - 3540 SH Fin 40x66.ydf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use - Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R3 II Install - 3540 SH Fin 44x63.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate. Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R3 II Install - 3540 SH Fin 44x72.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R3 C CAC APC 3540 Fin 44x84.pdf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R3 II Install - 3540 SH Fin 44x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: 11/21/2016 Page 3 of 4 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 Fin 52x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R3 II FL17676 R1 II Install - 3540 SH Fin 52x84.1)dfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 36x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R3 II 08-01252B 7.1)df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other:LC-PG40 FL17676 R3 II 08-01372 511989.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 511989 3540 FLS 36x84.pdf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact, Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R3 II 08-01247B 10.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 511849B 1247.pdf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R3 II 08-01371B 11.1)df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 511988B 1371.pdf Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R3 C CAC APC 3540 FLS 52x62.pdf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R3 II 08-02269A 12.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 11/21/2016 Page 4 of 4 FL17676 R3 AE 513015A 2269.pdf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 52x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R3 II 08-02270A 13.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 513016A 2270.1)df Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R3 II 08-01514 512141.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 512141 3540 Fls 52x84.Ddf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC A2726.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R3 II Install Instructs - 3540 SH FIN 48x72 (As Tested).DdfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 CHS Fin 108x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R3 II Install - 3540 SH CHS Fin 108x74.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department. with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WeC6Eck Credits • Safe ISf'.GL1n METRICS` 11/21/2016 NO TS T IE `RDD.A.:I SHOof,J HLPH:StGNED ANIL) Ni"-N(Pll.;AIREI) TO CCf,PL R[,CwUFE','FNTS r,)F TiF AJI_D1',G C:ODC. aoD MWAIG Mr. I1JA1_.,.I4Ry D;TN 11(•. TO BE ANE: ANC,-JC.qE[; 7,0 -,;VER_Y RMSAR ALL LOOS TG TINISIXE. FRAWNG AND IAGONRY OPENING 15 TV- R FNGINFER O- RFCCIPD, 4, HME SAM Ck SUCY 01=05 6 LESS THAN '-!IV' WAIDOW UWS YGr '.E A1-,(,H0RFI_ THF -Ii= 1'Y AORT)ANCF, VVITH MANtfi7A';10R.FR,`.; PIAr,,SHE` k_ LATQ,N INS`[R,,IIONS, A;;,!H(,R.S SHALL BE SCCURCLY FAS-11U,111-1) D'RECIL', JN_PO A"`._,' NR', SONORF!,_- OR CjTtf,.F3TRUCJRAL SIJESTRATIa, kVT[R;AI_ 5 WHFR WWO 6WK THAYUn 2 1 P" OR GRIATFR, ROCK SHAH.. Pi TO COPOR OTAR SIXWRAL StR..,'RATE. UN*11fl MIA` DE l-, !,E1':IjNED WO(sD BIAX 1,11 A,,X0f1f,`Ar,CL 'A'Itii ANoFACTJQER'c FJ8LJ3r1[G : _ 7ALLAT!Cfl INSTRXIiONS. 4 NHERE A BKK IS NOT US_ L AM MUR MATMAS MnT EF SOAKED W7H AWRMEI) COOEG OR MEMRANE W& AL QN Or COA11NO OR MEMMAKIE I THE KSW%SWf CIf T-IF ARCHITEC- OP EN,:;INFEP . T _-ECCRF_ SHALL FXTF,C eUDINL ,' I!dJCAk NIIIIERICIR FACE SO THAl FALL IRAI,*E '_-d_WPCPT I..; I 1ROVULD. 5. SNY AS PINURED, A. FTARjI,K, SHIM. S.HIM AIHERE Sr At_F ,)F OR C;RFATFR XCijR,S. IMI)!,` A SHfM Sl`AO< TO BF 9 "NS MAI % MI) c LAIFRIAL.F, 'aPABLF ',-,'F 1_30FED AND "TIED N A T &WESS CAPQIJ OF WAAAM0 A?IXGj I [_GAF WS, UST. C' RE 'id'. D 5TUR &NANO%. FRA1,11 MAJOIAL: :10 PvC. UNiP., Miji,.T RE Q_A,7,'D INI r 13. ARWOOD MPKI PIRMUT. TFM 913GURED FOR iHIS PRODW,'"I N Pt`F'NE DEEMS Hi; ME 14. ` P W1001". I- AWN.", C"R ;?X >8 W'00,D W;IH 71CIENr 1..E..!,,rc- 11 -L 0 _'.1%11 , -, v j lt ` 1 VICMNIMOMCklBCDMENT rro A S 'P ' H - NN 0,4AnK NG NO rKTAIMMON DETW, IOU Na L , 5 NSfL A 15. 7CF, /vHC- IO= ANG INT-." _SE Tik7,,C+!S_ *NITH -;dT-Ei14T I G ! I L". 1 A. - ", 4 i N I kf L I M I I Y: i:., L 1" k;-L k I I j II A ! - Yvl f P :? I /'/ WNM;,AA 6TANI'..E. _,.',CATF AS AN[) JN,TALLATIC.)N 11 FOR 425e= 55) MEn STOMT1.E USF 05 SMS CIA Sq! PMP an &0%5 wnk SLAFHOEN! !INGTH iU ACHIEI..%' t `mlp-A,)`._; i'JILEI-1.,)i"It-, 00,'JE AS SHOVV4 A AND INSTALLATION DUAIL's. Alt, FAS11714FR3 - SE CI. MANYMN MCH01<5 S: Vq-L BE N A`CORD,",10E A11H AhJCtIOi fNITALL A'r ON JC I!(.NS AD. Afq( C3, r!_ NOT Gr- J.:E.D iil 5U6S7Rf,7ES W7H STPENCJHS LE•.E TH",iN THE 'A1N0-,lJV STRENCTH SPECIFTsu A. e,,000 - M14;MA1 'SPt.,_ IF-f ,;f-A.VI1Y '.)F;-'.*;.42 I:, - [AININlil'A C`21101`iXSML ST-RENG,111 Or 3,192 P51. C. IAASONRY - STRE.r4OTH TO ASTI,,, N. T`PF I ru METAL 18GA, P.OMPHUIA 1'4: ij14q.1M SIGNED: IV162115 K41 WINDOWS AOOR 650 WESI MARKNETD STREEDTS R'fLlp// ii GRATZ, PA 17030-0370 SERIES 324G/ 3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52- X 72" 4P o 5 NOTES TATE OF V. L. 08- 0227A Rk A NTS 01108114 =7 1 I " F 5 111 11 o\01 e MAX_..... ...__..........j r,iE :ILiF 1 N - H ' E .T I uirazeANC: ral H: I I, 2------------- Number of anchors required at each Jamb Height In) Panel width (in) 24.0 30A 1 36.0 42.0 1 484 1 52.0 24.0 2 2 2 2 2 2 30.0 2 2 2 2 2 2 36.0 3 3 3 3 3 3 42.0 3 3 3 3 3 3 48.0 3 3 3 3 3 3 54.0 4 4 4 4 4 4 60.0 4 4 4 4 4 4 66.0 11 4 4 4 4 4 4 72.0 1 4 4 4 1 4 1 4 1 4 MI WINDOWS AND DOORS 6.90 WEST MARKET STREET GR.ATZ, PA 17030 0370 SERIFS 3240/3540 FINLESS 'OVC SH WINDOW STEEL REINFORCED - NON-IL+!'ACT 52" X 72" ELEVATION nwc N:7. V.L. 08-;r2270 NIS ''` 01/08/14 ''-``2 OF 5 SIGNED: 0911612015 r,E t6,2lVs STAT SEOF F''c;0RVD? , jS1QNALtE?\ ncaa'c:; i TAUAll / ........... ..... c7 ti 1'Hc:"_ .` 7 I /C M'N 3E 1 C i t tAl;y1 i MAY- J F. c:, L I ',....... f +u:• .: ; f _„ i EINF .. t1E?iT i f E 0 :/ I . c !r f.0 .n MIN. ifr. "— I? / WE' NTERIOR 4 r, r1n ip. ... / i I` U F 2n sl!CK EXTERIOR EXTERIOR___ ' INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION E ; L,4N' R 2b: PI,C, 8',' i; THE S 4;, - 20 t Pd:Cry Ct.? 1: UC11 MJ d.CliE`r,tE j 4 MAX„ T IVERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANTS Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 0911612015 MIWINDOWS 1fMARKF.pRiIL04//z WEST STREETGRATZ, PA 1 7030-037G 5 GENS' 9+ y • o51, K SERIES 32a0/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON --IMPACT 52" X 72" INSTALLATION DETAILS y,r` o • $$ TAT OF V.Lc 08-02270 A s&/ I. `IE C\ NTS 01/ C8/14 3 OF 5 EXTERIOR Di r- dim iEl F CIRII-L IIG C c. N EINFCPCEMENT nlOn SVL-45 I -- C20 4 E D I STAf l INTERIORLITifI7 5 ' 7 m-; 10R 01i SEI I URI' LING i, L 1! eY .'TIERS Ar'PR,,)vEj EXTERIOR SEALANT JAMB INSTALLATION DETAIL METALE nkSiALaTkcw C I.r N l : F. DED '.)f LLt 1/4 VIAX. ETA; SHIM SPACE STRU'-TJRE By OTHH'RS VERTICAL CROSS SECTION SIGNED: 0911612015 METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W1774 ASTM E2112 2 1 i MIN IS 1AM ^ I _ FE t:'LAN!Sr. CE EXTERIOR r 4: L 4:1 LYr; Fir - ;Pi-rMFI`IT ERIOR FEItdFORCEtJENT t ti E" ;;TNERf: s Its A BLU 0.,_ti PRr'.,'. _ fUiT01 1 : IAIAX. VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION P:fIv:S;i;r.5. IY' ) IF .'• 1 EE CIF FFT I INTERIOR I! t1 uta l i , 11 ! Nil j. I s-;rlcF EXTERIOR r•.=.:[,; JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLA71ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0911612015 RM650WINDOWS: S I1 10///// MARKET STREET GRATZ, PA 17030—i370 R ti••'\CENS-.-ycp SERIES 3240/3540 FINLESS t VC SH WINDOW STEEL REINFORCED NON —Rd 'ACT 52" X 72" NSTALLATION VATDEi..iLS' OF sr,:: r,.ic Y>`. Os—I.'2sGOF P 4,M QMAl1tiNG`\ NTS 01/08/14 5 NOTES: i) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVF SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHCWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAINING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBJTARY WIDTH. AT THE INTERSECTION OF RISW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS HE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH -- 2 REVISIONS REV DESCRIPTION vATr APPkOVED A 1 REVISED INSTALLATION DETAILS 08/07/15 1 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3, 2) FOR ANCHORING INTO CONCRETE USE 1/4° TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT' WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3; ALL. FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, .AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42' B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PS, 0. MASONRY - STRENGTH CONFORMANCE TO ASTM.C-90. GRADE N, TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED, HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER, TABLE OF CONTENTS EET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: DWG N0. V.L. 08-01445 CALF NTS IDATE 01 /11 /12 1SN.EET 1 OF 3 SIGNED: 0810712015 P. I' L1o fr+• p 96 . Tt ST(AAf OF F• F OR10 y 107 3/ 8" COMBINED WIDTH W'W2 i 83 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) t 07 3/8" COMBINED WIDTH W1 -{ W2 - i 1 r- - 83" // f FRAME 'WINDOW / HEIGHT WINDOW MULLION SPAN) j_. F_ 107 3/8" COMBINED WIDi"H W1 iN2 tW83" WINDOW FRAME WINDO ( INDOHEIGHT( MULLIONS N) L-C 107 3/8" CO MBINED WIDTH Design pressure rating 0p4 Units anchored Into wood framing Mullion span (in) Tributary width (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.03 120.7 94.3 77.9 73.8 72.1 72.0 62.00 92.4 70.6 56.0 51.5 48.6 47.4 65.63 66.5 65.8 51.7 47.3 44.4 43.0 72.00 77.8 58.7 45.6 41.4 38.5 37.0 84.00 62.1 45.0 33.1 29.1 26.3 24.9 i07 3/8" COMB;NED WIDTH I W1 ^j- W2- II: 83" FRAME WINDOW I UyINDOW HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH N2 -- 83„ WINDOW A FRAME, HEIGHT WINDOW MULLION I / SPIN) LW I -N/2 107 3/8" COMBINED WIDTH REVISIONS REV DESCRIPTION DnT[ I APPROVED REVISED INSTALLATION DETAILS +! 08/07/15 I R.L. 107 3/8'" CO++ IIMBINED WIDTH W1 lI W2. q 83" WINDOW l FRAME HEIGHT I WINDOW MULLION SPAN) 1 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107"' AS SHOWN HEREIN. Design pressure rating (pso Units anchored Into masonry/concrete Mullion span (in) Tributary 18.13 25.50 width 36.00 42.00 On) 49001 5Z13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0 OZOO 130.0 115.4 87.8 79.3 73.9 71.5 65.63 130.0 96.6 72.9 65.5 60.5 58.2 7200 99.3 72.4 54.0 48.1 44.0 42.0 84.00 62.1 45.0 33.1 29.1 1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE DRAWN: V.L. L VV 1 -I - W2 107 3/8', COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS C'NG NO. NTS IDA" 31/11/12 08-01445 SNEET 2 OF 3 SIGNED: 0810712015 N\J R I ILo 0,.6 51 •• ST((,AATTrrE OF 0 REv A 2 1; 2" MIN _ _ 1" MIN EDGE DISTANCE SEPARATION MASONRY/CONCRETE BY OTHERS I 1 1/4" a a MIN. EMBEDMENT I I I I I J. J \\ 1/4" TAPCON SECT5796 CUP SECT M-1926 MULLION SECT5796 jCLIP 10 WOOD SCREW 1 3/8" MIN EMBEDMENT 1 /2- MIN I WOOD FRAMING/ EDGE DiSTANCE ZX BUCK VERTICAL CROSS SECTION BY OTHERS MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION 3 3/4" — - i„ i~ 3/8„ 3/8 III 2" 2 7/8" 7/8 2X SECT5796 CLIP 01 j 4" FOR CONCRETE INSTALLATION ALUMINUM 6063•T5.125" THICK 3 3/4" 2 1/4" 7/8" f 1 1/2".' 2X 01/4" I 7/ IB. REVISIONS REV DESCRIP*ION pATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 1 R.L. SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA (063) GAL VAN¢EDSTEEL ALUMINUM 6063-T5.125' THICK I---- 2 3/4„ --j E= I /6. SECT M-1926 MULLION ALUMINUM 6063-75.125" THICK SECT5796 OR MT000022 \ CUP ., I SEC15796 OR MT000022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRAWN: DWG N0. V. L. 108-01445 BCALE NTS JDATE 01/11/12 SHEET3 OF 3 SIGNED: 0810712015